Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
Tadeusz Urban (Autor:in) / Jakub Krakowski (Autor:in)
2014
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
column – slab connection , effective concrete strength , high strength concrete , reinforced concrete slab , column, load carrying capacity , edge connection , Architecture , NA1-9428 , Engineering (General). Civil engineering (General) , TA1-2040 , Industrial engineering. Management engineering , T55.4-60.8
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